Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg4\E2E90_earthwork.inp Output File: E2E90earth.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 tolerance = 0.010000 1 6 6 1 7 7 vertical search distance = 500.000000 1 8 8 1 9 9 xs dgn = p:\PR40566\cadd\refr\contract group 4\earth_E2E90.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = dirt 1 13 13 roadway exc mult factor = 1.000000 1 14 14 subsoil exc mult factor = 1.000000 1 15 15 fill mult factor = 1.000000 1 16 16 type = line, line_string 1 17 17 lvname = XS_P_Finished_Grade 1 18 18 lvname = XS_P_Subgrade 1 19 19 lvname = XS_P_Barrier 1 20 20 lvname = XS_P_Ditch_Bottom 1 21 21 lc = 0,ByLevel 1 22 22 wt = 2,ByLevel 1 23 23 co = 2,ByLevel 1 24 24 1 25 25 Existing Ground Line 1 26 26 soil type = dirt 1 27 27 roadway exc mult factor = 1.000000 1 28 28 subsoil exc mult factor = 1.000000 1 29 29 fill mult factor = 1.000000 1 30 30 type = line, line_string 1 31 31 lvname = XS_X_Ground_Line 1 32 32 lc = ByLevel 1 33 33 wt = ByLevel 1 34 34 co = 0,ByLevel 1 35 35 1 36 36 Write Earthwork Shapes 1 37 37 plot param 1 38 38 lv = 6449 1 39 39 lvname = XS_P_Earthwork_Shapes 1 40 40 co = 1 1 41 41 wt = 0 1 42 42 lc = 0 1 43 43 Stratify Shape Color 1 44 44 1 45 45 /* skip areas 1 46 46 from 23+50.00 R 1 to 25+00.00 R 1 */ 1 47 47 1 48 48 End Area Decimal Places = 1 1 49 49 1 50 50 Centroid Adjustment 1 51 51 1 52 52 Process Earthwork for Baseline = ICE2E90 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 600+20.0000 R 1 1 56 56 end sta = 612+00.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = ICE2E90 COMPUTING EARTHWORKS FOR JOB = ALL FORMING LIST OF XSCELLS BEGINNING EARTHWORKS COMPUTATION Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate (sq. ft.) (cu. yd.) (cu. yd.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 600+20.0000 DIRT Common Exc 33.2 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1318.8 0 0 1.00 0 600+50.0000 DIRT Common Exc 40.2 41 41 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1309.0 1460 1460 1.00 -1419 601+00.0000 DIRT Common Exc 51.9 85 85 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1107.6 2238 2238 1.00 -3572 601+50.0000 DIRT Common Exc 84.2 126 126 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 906.6 1865 1865 1.00 -5311 602+00.0000 DIRT Common Exc 140.1 208 208 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 905.5 1678 1678 1.00 -6781 602+50.0000 DIRT Common Exc 261.4 372 372 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 609.3 1403 1403 1.00 -7812 603+00.0000 DIRT Common Exc 376.2 575 575 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 338.3 854 854 1.00 -8091 603+50.0000 DIRT Common Exc 517.7 782 782 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 180.1 454 454 1.00 -7763 604+00.0000 DIRT Common Exc 648.8 1022 1022 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 118.4 262 262 1.00 -7003 604+50.0000 DIRT Common Exc 745.7 1206 1206 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 96.2 186 186 1.00 -5983 605+00.0000 DIRT Common Exc 738.7 1280 1280 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 95.4 165 165 1.00 -4868 605+50.0000 DIRT Common Exc 847.0 1374 1374 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 62.9 137 137 1.00 -3631 606+00.0000 DIRT Common Exc 775.4 1417 1417 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 17.1 70 70 1.00 -2284 606+50.0000 DIRT Common Exc 911.4 1490 1490 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 26.2 38 38 1.00 -832 607+00.0000 DIRT Common Exc 975.5 1660 1660 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 198.2 197 197 1.00 631 607+50.0000 DIRT Common Exc 765.3 1507 1507 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 403.6 521 521 1.00 1617 608+00.0000 DIRT Common Exc 705.2 1267 1267 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 613.3 876 876 1.00 2008 608+50.0000 DIRT Common Exc 500.2 1116 1116 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1046.1 1536 1536 1.00 1588 609+50.0000 DIRT Common Exc 263.1 1414 1414 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 84.3 2093 2093 1.00 909 610+00.0000 DIRT Common Exc 242.8 468 468 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 353.6 405 405 1.00 972 610+50.0000 DIRT Common Exc 257.0 463 463 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 366.3 667 667 1.00 768 611+00.0000 DIRT Common Exc 432.3 635 635 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 379.1 687 687 1.00 716 611+50.0000 DIRT Common Exc 412.5 795 795 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 337.7 675 675 1.00 836 612+00.0000 DIRT Common Exc 429.1 791 791 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 291.3 591 591 1.00 1036 G R A N D S U M M A R Y T O T A L S Material Name Unadjusted Adjusted Mult Volumes Volumes Factor (cu. yd.) (cu. yd.) ---------------------------- ---------- ---------- ------ DIRT Common Exc 20094 20094 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 19058 19058 1.00 C E N T R O I D S U M M A R Y Station Centroid Centroid Unadjusted Adjusted Elevation Offset Length Length ( ft ) ( ft ) ( ft ) ( ft ) ------------ ------------ ------------ ------------ ------------ 600+20.000000 603.49 -45.28 30.00 30.00 600+50.000000 603.04 -48.01 50.00 50.00 601+00.000000 603.13 -50.15 50.00 50.00 601+50.000000 603.36 -49.52 50.00 50.00 602+00.000000 602.34 -60.98 50.00 50.00 602+50.000000 603.83 -50.29 50.00 48.68 603+00.000000 605.63 -38.24 50.00 47.26 603+50.000000 606.84 -31.51 50.00 47.33 604+00.000000 606.12 -36.59 50.00 46.70 604+50.000000 604.47 -47.57 50.00 46.57 605+00.000000 604.42 -39.83 50.00 46.79 605+50.000000 603.15 -41.80 50.00 47.16 606+00.000000 602.73 -30.46 50.00 47.71 606+50.000000 601.86 -27.81 50.00 47.51 607+00.000000 600.04 -35.62 50.00 46.76 607+50.000000 597.04 -46.99 50.00 46.54 608+00.000000 594.55 -67.72 50.00 50.00 608+50.000000 592.91 -108.10 100.00 100.00 609+50.000000 590.27 -5.15 50.00 50.00 610+00.000000 589.09 13.08 50.00 50.00 610+50.000000 587.65 21.38 50.00 49.73 611+00.000000 585.15 -12.62 50.00 50.85 611+50.000000 584.03 -8.90 50.00 50.75 612+00.000000 583.03 -10.31 B A L A N C E P O I N T S U M M A R Y Material Name Cumulative Incremental Mult Unadjusted Adjusted Unadjusted Adjusted Factor Volumes Volumes Volumes Volumes (cu. yd.) (cu. yd.) (cu. yd.) (cu. yd.) ---------------------------- ---------- ---------- ---------- ---------- ------ Station = 606+77.018197 DIRT Common Exc 10922 10922 10922 10922 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 10922 10922 10922 10922 1.00